ASTM D7273 D7273M-2008(2013)e1 0000 Standard Guide for for Acceptance Testing Requirements for Geonets and Geonet Drainage Geocomposites《土工网和土工网排水土壤化合物验收试验要求的标准指南》.pdf
《ASTM D7273 D7273M-2008(2013)e1 0000 Standard Guide for for Acceptance Testing Requirements for Geonets and Geonet Drainage Geocomposites《土工网和土工网排水土壤化合物验收试验要求的标准指南》.pdf》由会员分享,可在线阅读,更多相关《ASTM D7273 D7273M-2008(2013)e1 0000 Standard Guide for for Acceptance Testing Requirements for Geonets and Geonet Drainage Geocomposites《土工网和土工网排水土壤化合物验收试验要求的标准指南》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D7273/D7273M 08 (Reapproved 2013)1Standard Guide forfor Acceptance Testing Requirements for Geonets andGeonet Drainage Geocomposites1This standard is issued under the fixed designation D7273/D7273M; the number immediately following the designation indicates theyear of original adoption
2、or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTEUnits information was editorially corrected in June 2013.1. Scope1.1 This guide cove
3、rs guidelines for the acceptance testingfrequency requirements for geonet and geonet drainage geo-composite materials describing types of tests, test methods, andrecommended verifications.1.2 This guide is intended to aid purchasers, installers,contractors, owners, operators, designers, and agencies
4、 inestablishing a minimum level of effort for product acceptancetesting and verification. This is intended to assure that thesupplied geonet and/or geonet drainage geocomposite roll(s)meet accepted material specifications.1.3 This guide offers an organized collection of informationor a series of opt
5、ions and does not recommend a specific courseof action. This guide cannot replace education or experienceand should be used in conjunction with professional judgment.Not all aspects of this guide may be applicable in all circum-stances. This guide is not intended to represent or replace thestandard
6、of care by which the adequacy of a given professionalservice must be judged, nor should this guide be appliedwithout consideration of a projects many unique aspects. Theword “Standard“ in the title of this guide means only that theguide has been approved through the ASTM Internationalconsensus proce
7、ss.1.4 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewi
8、th the standard.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use
9、.2. Referenced Documents2.1 ASTM Standards:2D792 Test Methods for Density and Specific Gravity (Rela-tive Density) of Plastics by DisplacementD1505 Test Method for Density of Plastics by the Density-Gradient TechniqueD1603 Test Method for Carbon Black Content in OlefinPlasticsD4218 Test Method for D
10、etermination of Carbon BlackContent in Polyethylene Compounds By the Muffle-Furnace TechniqueD4354 Practice for Sampling of Geosynthetics and RolledErosion Control Products(RECPs) for TestingD4355 Test Method for Deterioration of Geotextiles byExposure to Light, Moisture and Heat in a Xenon ArcType
11、ApparatusD4439 Terminology for GeosyntheticsD4491 Test Methods for Water Permeability of Geotextilesby PermittivityD4533 Test Method for Trapezoid Tearing Strength of Geo-textilesD4632 Test Method for Grab Breaking Load and Elongationof GeotextilesD4716 Test Method for Determining the (In-plane) Flo
12、wRate per Unit Width and Hydraulic Transmissivity of aGeosynthetic Using a Constant HeadD4751 Test Method for DeterminingApparent Opening Sizeof a GeotextileD4759 Practice for Determining the Specification Confor-mance of GeosyntheticsD4873 Guide for Identification, Storage, and Handling ofGeosynthe
13、tic Rolls and SamplesD5199 Test Method for Measuring the Nominal Thicknessof GeosyntheticsD5321 Test Method for Determining the Shear Strength of1This guide is under the jurisdiction ofASTM Committee D35 on Geosyntheticsand is the direct responsibility of Subcommittee D35.01 on Mechanical Properties
14、.Current edition approved May 1, 2013. Published June 2013. Originallyapproved in 2008. Last previous edition approved in 2008 as D727308. DOI:10.1520/D7273_D7273M-08R13E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For A
15、nnual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1Soil-Geosynthetic and Geosynthetic-Geosynthetic Inter-faces by Direct Shea
16、rD6241 Test Method for the Static Puncture Strength ofGeotextiles and Geotextile-Related Products Using a50-mm ProbeD7005 Test Method for Determining the Bond Strength (PlyAdhesion) of GeocompositesD7179 Test Method for Determining Geonet Breaking Force3. Terminology3.1 DefinitionsFor definitions of
17、 terms related togeosynthetics, refer to Terminology D4439.3.2 Definitions of Terms Specific to This Standard:3.2.1 acceptance testing, ntesting performed on a productto determine whether or not an individual lot of the productconforms to specified requirements.3.2.2 agency, nin geosynthetics, the o
18、rganization thatreviews the permit application for compliance with the agen-cys regulation and all quality assurance documentation beforeand after construction.3.2.3 contractor, nin geosynthetics, the party or organiza-tion that has the responsibility for the construction of themanmade project, stru
19、cture, or system.3.2.4 designer, nin geosynthetics, the person or organiza-tion that designs a manmade project, structure, or system thatfulfills the owners/operators requirements and meets orexceeds the minimum requirements of the agency.3.2.5 geonet geocomposite, nproduct composed of two ormore ma
20、terials, at least one of which is a geonet.3.2.6 installer, nin geosynthetics, the party that installs, orfacilitates installation of, any materials purchased from manu-facturers or suppliers.3.2.7 manufacturer, nin geosynthetics, the group,corporation, partnership, or individual that manufactures a
21、product.3.2.8 manufacturing quality control (MQC), nplannedsystem of activities by the manufacturer whose purpose is toprovide a level of quality that meets the needs of productrequirements; also, the use of such a system.3.2.9 operator, nin geosynthetics, the person or organiza-tion that operates t
22、he manmade project, structure, or system.3.2.10 owner, nin geosynthetics, the person or organiza-tion that owns the manmade project, structure, or system.3.2.11 purchaser, nin geosynthetics, the person, company,or organization that purchases any materials or work to beperformed.3.2.12 quality assura
23、nce (QA), nall those planned orsystematic actions necessary to provide adequate confidencethat a material, product, system, or service will satisfy givenneeds.3.3 Abbreviations:3.3.1 MDMachine direction.3.3.2 MQC, n Manufacturing quality control.4. Summary of Guide4.1 This guide suggests the types o
24、f tests, the methods of thetesting, and verification requirements for acceptance testing ofgeonet and geonet geocomposite materials.4.2 It should be recognized that parties, organizations, orrepresentatives may perform additional tests at other frequen-cies than required in this guide. In this case,
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